CN101457521B - An electroosmotic method and equipment for dehydrating large-area high-water-content soil - Google Patents
An electroosmotic method and equipment for dehydrating large-area high-water-content soil Download PDFInfo
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Abstract
Description
技术领域technical field
本发明涉及一种土体脱水的方法,具体涉及一种用于大面积高含水率土体脱水的电渗方法,尤其适用于含水率高的滩涂开发、建筑物和构筑物地基处理等场合。The invention relates to a method for soil dehydration, in particular to an electroosmotic method for dehydrating large-area high-water-content soil, and is especially suitable for occasions such as tidal flat development with high water content, foundation treatment of buildings and structures, and the like.
背景技术Background technique
在沿海地区的滩涂开发、某些高水位区域建筑物和构筑物基坑开挖等场合,都面临如何对土体进行脱水的问题。这些土体(软粘土、冲填土、含有机质土等)一般都具有含水率高、压缩性大、渗透系数小等特点,当处理面积很大时,对该类土体采用填充、置换等方法显然是不切合实际的,只能是采用非填充的预压、挤密、夯实等方法,而这些方法都需要配合土体脱水进行,若脱水效果不好,表现为承载强度低、固结速率慢,将严重影响上部承载物的施工质量,因而脱水的效果如何就成为影响土体处理效果的关键。由于这类土体微小孔隙的毛细管作用,将水保持在孔隙内,而渗透率较低,一般的真空脱水方法效果不佳,而采用电渗透脱水时目前最有效的方法之一。In the development of tidal flats in coastal areas, excavation of foundation pits of buildings and structures in some high water level areas, etc., the problem of how to dehydrate the soil is faced. These soils (soft clay, backfill soil, soil containing organic matter, etc.) generally have the characteristics of high moisture content, high compressibility, and small permeability coefficient. When the treatment area is large, filling and replacement methods should be used for such soil The method is obviously impractical, and only non-filling preloading, compaction, tamping and other methods can be used, and these methods need to be carried out in conjunction with soil dehydration. If the dehydration effect is not good, it will be manifested as low bearing strength and consolidation. The slow speed will seriously affect the construction quality of the upper bearing, so the dehydration effect becomes the key to the effect of soil treatment. Due to the capillary action of the tiny pores of this type of soil, water is kept in the pores, and the permeability is low. The general vacuum dehydration method is not effective, and the electroosmosis dehydration is currently one of the most effective methods.
采用电渗透脱水,需要在土体中排设电极,分为阳极和阴极,靠近阴极处设有排水通道。当电极通入直流电时,在电场的作用下,土体孔隙中的水与阳离子结合,将水分子带向阴极,便可以在阴极处集中抽水,从而达到将土体中的水排出的目的。Electroosmotic dehydration requires electrodes to be arranged in the soil, which are divided into anode and cathode, and a drainage channel is provided near the cathode. When the electrode is fed with direct current, under the action of the electric field, the water in the pores of the soil is combined with the cations, and the water molecules are brought to the cathode, so that the water can be pumped at the cathode, so as to achieve the purpose of discharging the water in the soil.
目前,国内外在土体脱水中真正实际应用电渗技术的还不普遍,为数不多的一些应用场合,采用的是恒定电压、固定极性的直流电渗脱水方法,该方法主要存在以下一些问题:①恒定电压电渗的实施固然简单可行,但随着电渗脱水的进行,土体的含水率降低,但尚未达到设计要求时,脱水效率显著下降,甚至加电渗的出水流量与不加电渗效果相同,电渗的作用完全消失。②对于固定极性的电渗脱水,随着电渗脱水过程的进行,电极反应产生的气体将聚集在土质与阳极之间,使两者的接触电阻增大,相应地电压降也增大,使得土体的有效电场强度减弱,脱水效率逐渐下降。由于上述情况存在,直接导致了电渗脱水时间过长,脱水能耗较高,脱水效果变差。③由于在电渗脱水的过程中阳极会发生电解,固定极性的电渗脱水方法都将阳极直径设计的比阴极大,以防止电渗脱水过程中阳极被完全电解,使得电渗中断。④由于电渗过程中水分子始终是向阴极聚集,而土颗粒受到向阳极的力作用,导致固定极性的电渗脱水会使脱水后的土体密度、含水率等变得不均匀。⑤由于电渗过程中阳极的电解作用,生成的氢氧化合物填充了阳极附近的土体,起到胶结加固土体的作用,而阴极则不发生该现象。也导致脱水后的土体密度不均匀。这些都将影响土体的承载强度。At present, the actual application of electroosmosis technology in soil dehydration is not common at home and abroad. In some of the few applications, the constant voltage and fixed polarity DC electroosmosis dehydration method is used. This method mainly has the following problems : ①The implementation of constant voltage electroosmosis is simple and feasible, but with the progress of electroosmosis dehydration, the moisture content of the soil decreases, but when it has not yet reached the design requirements, the dehydration efficiency drops significantly, and even the water flow rate with electroosmosis is different from that without The effect of electroosmosis is the same, and the effect of electroosmosis completely disappears. ② For electroosmotic dehydration with fixed polarity, as the electroosmotic dehydration process proceeds, the gas generated by the electrode reaction will accumulate between the soil and the anode, increasing the contact resistance between the two, and correspondingly increasing the voltage drop. The effective electric field strength of the soil weakens, and the dehydration efficiency gradually decreases. Due to the existence of the above situation, the electroosmotic dehydration time is too long, the dehydration energy consumption is high, and the dehydration effect becomes poor. ③ Since the anode will be electrolyzed during the electroosmotic dehydration process, the electroosmotic dehydration method with fixed polarity designs the diameter of the anode to be larger than that of the cathode to prevent the anode from being completely electrolyzed during the electroosmotic dehydration process, causing the electroosmosis to be interrupted. ④ Since the water molecules always gather towards the cathode during the electroosmosis process, and the soil particles are subjected to the force towards the anode, the electroosmotic dehydration with fixed polarity will make the dehydrated soil density and moisture content uneven. ⑤Due to the electrolysis of the anode during the electroosmotic process, the generated oxyhydroxides fill the soil near the anode and play the role of cementing and strengthening the soil, but this phenomenon does not occur at the cathode. It also leads to uneven density of soil after dehydration. All these will affect the bearing strength of the soil.
以上缺点的存在都限制了电渗脱水技术在工程中的拓展和应用。The existence of the above shortcomings has limited the expansion and application of electroosmotic dehydration technology in engineering.
发明内容Contents of the invention
本发明目的是提供一种用于大面积高含水率土体脱水的电渗方法,解决了现有电渗脱水技术中的缺陷,使脱水效率得到提高,并且降低了脱水能耗。The object of the present invention is to provide an electroosmotic method for dehydrating soil with high water content in a large area, which solves the defects in the existing electroosmotic dehydration technology, improves dehydration efficiency and reduces dehydration energy consumption.
为达到上述目的,本发明采用的技术方案是:一种用于大面积高含水率土体脱水的电渗方法,采用专用的电渗装置结合真空抽水对土体进行脱水处理,专用电渗装置的操作步骤如下:In order to achieve the above object, the technical solution adopted in the present invention is: an electroosmotic method for dehydrating large-area high water content soil, using a special electroosmosis device combined with vacuum pumping to dehydrate the soil, and a special electroosmosis device The operation steps are as follows:
(1)恒流启动:根据土体电导率和电极埋入深度设定初始电流和目标电压值,采用稳流输出方式,即输出电流恒定为初始电流,此时输出电压随着电渗脱水的进行而增大;(1) Constant current start: set the initial current and target voltage according to the conductivity of the soil and the depth of electrode embedment, and adopt the steady current output mode, that is, the output current is constant at the initial current, and the output voltage at this time increases with the electroosmotic dehydration. proceed to increase;
(2)恒压保持:当输出电压达到设定的目标电压值时转为稳压输出,即输出电压恒定在目标电压值;(2) Constant voltage maintenance: when the output voltage reaches the set target voltage value, it will switch to a regulated output, that is, the output voltage is constant at the target voltage value;
(3)脉冲加强:在恒压保持过程中,输出电压在目标电压值上叠加正脉冲电压,所述脉冲电压的幅度小于等于目标电压值,无脉冲时输出电压为目标电压值,周期10至20分钟,占空比40%至60%,恒压保持和脉冲加强的时间为15~24小时;(3) Pulse strengthening: During the constant voltage holding process, the output voltage is superimposed on the target voltage value with a positive pulse voltage. The amplitude of the pulse voltage is less than or equal to the target voltage value. When there is no pulse, the output voltage is the target voltage value. 20 minutes, the duty cycle is 40% to 60%, and the time for constant voltage maintenance and pulse strengthening is 15 to 24 hours;
(4)间歇通电:通电及断电交替进行,每次在恒压保持和脉冲加强的通电15~24小时后断电,断电时间小于20小时,断电时,将输出正负极短接,以泄放电荷,此时的真空抽水继续保持,断电结束后重复步骤(2)~(3);(4) Intermittent power-on: power-on and power-off are carried out alternately, each time the power is cut off after 15 to 24 hours of constant voltage maintenance and pulse strengthening, and the power-off time is less than 20 hours. , to discharge the charge, the vacuum pumping at this time continues to be maintained, and steps (2) to (3) are repeated after the power off;
(5)极性转换:当出水量下降为电渗开始时出水量的20~60%时,输出电压的极性改变,即将原来的负极变为正极、正极变为负极,相应地,真空抽水位置也进行切换,并重复步骤(2)~(4);当出水量下降为上次极性转换开始时出水量的20~60%时,输出电压的极性再改变,并重复步骤(2)~(4),直至土体的含水率达到预定值。(5) Polarity conversion: When the water output drops to 20-60% of the water output at the beginning of electroosmosis, the polarity of the output voltage changes, that is, the original negative pole becomes positive, and the positive pole becomes negative. Correspondingly, vacuum pumping The position is also switched, and steps (2) to (4) are repeated; when the water output drops to 20% to 60% of the water output at the beginning of the last polarity conversion, the polarity of the output voltage is changed again, and steps (2) are repeated. )~(4), until the moisture content of the soil reaches the predetermined value.
上述技术方案中,所述初始电流的设定方法是,根据土体电导率和电极埋入深度,设定每个电极上初始电流,设定每根电极的电流线密度为0.1~0.3安培/米,保证每个电极上初始电流不超过1.5安培,全部电极数量的一半乘以每个电极上的初始电流值,即为电渗电源总输出电流。In the above technical solution, the setting method of the initial current is to set the initial current on each electrode according to the conductivity of the soil and the depth of electrode embedment, and set the current linear density of each electrode to 0.1-0.3 amperes/ m, to ensure that the initial current on each electrode does not exceed 1.5 amperes, half of the total number of electrodes multiplied by the initial current value on each electrode is the total output current of the electroosmotic power supply.
所述目标电压值为25至30伏。The target voltage value is 25 to 30 volts.
上述技术方案中,所述步骤(1)中,由于土体初始含水率较高,电导率也较高,又由于电渗装置输出电流的限制,需降低输出电压,因而采用稳流输出方式,即输出电流恒定,输出电压变化。按照每个电极上初始电流1.5安培设置(根据电极埋入深度的不同需要有所调整),随着电渗脱水的进行,土体的电导率逐渐减小,输出电压逐渐增大,使得土体电渗电场强度相应升高,脱水速度加快,脱水效率提高。In the above technical solution, in the step (1), since the initial moisture content of the soil is high, the electrical conductivity is also high, and due to the limitation of the output current of the electroosmotic device, the output voltage needs to be reduced, so the steady current output mode is adopted. That is, the output current is constant and the output voltage varies. According to the initial current setting of 1.5 amperes on each electrode (adjusted according to the different depth of electrode embedment), as the electroosmotic dehydration proceeds, the conductivity of the soil gradually decreases, and the output voltage gradually increases, making the soil The intensity of the electroosmotic electric field increases correspondingly, the dehydration speed is accelerated, and the dehydration efficiency is improved.
所述步骤(3)中,在恒压保持过程中,以一定的间隔(一般为10分钟)叠加脉冲电压,脉冲幅度小于等于目标压值,脉冲宽度为5分钟左右,相当于50%的占空比,脉冲频率约为0.5毫赫兹。In the step (3), in the process of maintaining the constant voltage, superimpose the pulse voltage at a certain interval (generally 10 minutes), the pulse amplitude is less than or equal to the target voltage value, and the pulse width is about 5 minutes, which is equivalent to 50% of the Duty cycle, the pulse frequency is about 0.5 mHz.
所述步骤(4)中,通电断电交替进行,如以一天为一个周期,可通电16小时断电8小时,断电时专用电渗装置在内部自动实现正负电极间的短路,有利于电荷泄放,但是真空抽水仍然在继续进行。In the step (4), the power-on and power-off are carried out alternately. If one day is a cycle, the power can be turned on for 16 hours and the power is cut off for 8 hours. When the power is turned off, the special electroosmosis device automatically realizes the short circuit between the positive and negative electrodes inside, which is beneficial to The charge is discharged, but the vacuum pumping continues.
所述步骤(5)中,根据出水量的变化自动改变电渗电源极性,即当出水量下降为最大出水量的30%左右,输出电压的极性改变,将原来的负极变成正极,正极变成负极,相应的,真空抽水的位置也进行了切换。In the step (5), the polarity of the electroosmotic power supply is automatically changed according to the change of the water output, that is, when the water output drops to about 30% of the maximum water output, the polarity of the output voltage is changed, and the original negative pole becomes positive. The positive pole becomes the negative pole, and accordingly, the position of vacuum pumping is also switched.
由于上述技术方案运用,本发明与现有技术相比具有下列优点:Due to the use of the above-mentioned technical solutions, the present invention has the following advantages compared with the prior art:
1.本发明通过对电渗透脱水操作方法的改进,解决了以往电渗透脱水操作中存在的缺陷,极大的提高了脱水效率,并且降低了能耗,更加适合推广使用。1. By improving the electro-osmosis dehydration operation method, the present invention solves the defects existing in the electro-osmosis dehydration operation in the past, greatly improves the dehydration efficiency, reduces energy consumption, and is more suitable for popularization and use.
2.叠加脉冲电压,在电渗电压有效值不变的条件下,使输出的峰值电压有短时间的提高,使水分子的动能加大,从而更有效地打通土体的毛细管,增加土体的渗透系数,提高电渗脱水效率。2. Superimpose the pulse voltage, under the condition that the effective value of the electroosmotic voltage remains unchanged, the peak output voltage will be increased for a short time, and the kinetic energy of the water molecules will be increased, so that the capillary of the soil can be opened more effectively and the soil can be increased. The permeability coefficient can improve the efficiency of electroosmotic dehydration.
3.电渗过程中在土体中产生电荷积累效应,过量的积累电荷阻止弱束缚水的移动,间歇通电的断电期间,由于电极被短路,积累电荷能尽快泄放,既提高了电渗脱水效果,也有益于节约电能。3. During the process of electroosmosis, a charge accumulation effect is generated in the soil. Excessive accumulated charges prevent the movement of weakly bound water. During the power-off period of intermittent energization, because the electrodes are short-circuited, the accumulated charges can be released as soon as possible, which improves the electroosmosis. Dehydration effect is also beneficial to save electricity.
4.极性转换使原来正极(变极性后的负极)附近形成的气体随着水的聚集而由气相变为液相,从而减小了接触电阻,使土体的有效电场强度加大,进一步提高脱水效率。另一方面可使阴阳电极几何尺寸相同,均做到一次性使用。电渗脱水结束后两个电极附近都有电解的氢氧化合物填充土体,都起到胶结加固土体的作用,使电渗脱水后的土体密度、含水率等保持基本均匀。4. The polarity conversion makes the gas formed near the original positive electrode (the negative electrode after the polarity change) change from gas phase to liquid phase with the accumulation of water, thereby reducing the contact resistance and increasing the effective electric field strength of the soil. Further improve the dehydration efficiency. On the other hand, the geometric dimensions of the cathode and anode electrodes can be made the same, and both can be used once. After the electroosmotic dehydration is completed, there are electrolytic hydroxide compounds filling the soil near the two electrodes, both of which play a role in cementing and strengthening the soil, so that the density and moisture content of the soil after electroosmotic dehydration are kept basically uniform.
附图说明Description of drawings
图1为本发明一种实施例的电渗操作流程示意图;Fig. 1 is a schematic diagram of the electroosmotic operation process of an embodiment of the present invention;
图2为本发明实施例中电渗装置原理框图。Fig. 2 is a schematic block diagram of the electroosmosis device in the embodiment of the present invention.
具体实施方式Detailed ways
下面结合附图及实施例对本发明作进一步描述:The present invention will be further described below in conjunction with accompanying drawing and embodiment:
实施例一Embodiment one
如图1所示,一种用于大面积高含水率土体脱水的电渗方法,其操作步骤如下:As shown in Figure 1, an electroosmotic method for dehydrating large-area high-water-content soil, its operation steps are as follows:
1、定位、埋设电极、插排水板1. Positioning, burying electrodes, inserting drainage boards
按照平面布置要求准确定位后埋设电极和插排水板,地面以上冒高0.1m,并灌粗砂,阴阳电极成平行交错排列,同属性电极之间分别用铝排连成通路后接到专用电渗装置的相应电极上;为防止电流从土体表面过大分流,降低电渗效果和发生电蚀效应,通电前应将阴阳极地面以上外露金属部分处理干净,涂一层沥青,以减少电耗;排水板与总管的连接头两端用紧箍件箍紧,以防漏气。Accurately position according to the layout requirements and then bury the electrodes and insert the drainage board. The height above the ground is 0.1m, and the coarse sand is poured. The negative and positive electrodes are arranged in parallel and staggered. The corresponding electrode of the infiltration device; in order to prevent the current from excessive diversion from the soil surface, reduce the effect of electroosmosis and the occurrence of electric corrosion effect, the exposed metal parts above the ground of the cathode and anode should be cleaned before energization, and a layer of asphalt should be applied to reduce the electric current. Consumption; the two ends of the connection between the drain board and the main pipe are tightened with tight hoops to prevent air leakage.
2、土工布、膜覆盖2. Geotextile and membrane covering
铺设PVC复合土工膜,该密封膜在脱水区拼成一个大于处理面积的整块塑料膜。第一层塑料膜铺设完后,应检查接缝处是否有漏气,并及时修补,铺膜过程中随铺随用土袋压膜,防止起风将铺好的膜卷走或撕裂,禁止施工人员着硬底鞋在膜上作业或行走,以防将膜刮破,在铺膜完成的同时,安装少量的真空泵进行工作,将铺设好的膜吸住。The PVC composite geomembrane is laid, and the sealing film is assembled into a whole piece of plastic film larger than the treatment area in the dehydration area. After laying the first layer of plastic film, you should check whether there is any air leakage at the joints and repair it in time. During the film laying process, use soil bags to press the film to prevent the wind from blowing away or tearing the laid film. The construction personnel work or walk on the membrane with hard-soled shoes to prevent the membrane from being scratched. When the membrane is laid, a small number of vacuum pumps are installed to work to suck the laid membrane.
3、真空抽水预压3. Vacuum pumping and preloading
真空泵进行抽气,使得膜内、外产生一个气压差,这个气压差就是作用于土体上的荷载。随着膜内空气的不断被排出,气压差逐渐增大,土体中的水、气不断被排出而使地基发生固结。在真空抽水预压的出水量明显减少(通常指出水流量减少至初始流量的20%以下)后,接通电源,进行电渗脱水。The vacuum pump pumps air, so that there is a pressure difference between the inside and outside of the membrane, and this pressure difference is the load acting on the soil. As the air in the membrane is continuously discharged, the air pressure difference gradually increases, and the water and air in the soil are continuously discharged to cause the foundation to consolidate. After the water output of vacuum pumping and pre-pressing is significantly reduced (usually indicating that the water flow rate is reduced to below 20% of the initial flow rate), the power supply is turned on for electroosmotic dehydration.
4、电渗运行4. Electroosmotic operation
接通电渗电源设备的电源、设置初始电流、保持电压、保持时间、脉冲加强时间、通电时间、间歇时间、转换极性的水量比例(如30%)等参数,连接出水流量采集信号。Turn on the power supply of the electroosmotic power supply device, set the initial current, hold voltage, hold time, pulse strengthening time, power-on time, intermittent time, water volume ratio for polarity conversion (such as 30%) and other parameters, and connect the water flow acquisition signal.
整个电源装置可以采用自动化运行,运行流程如图2所示:The entire power supply device can be operated automatically, and the operation process is shown in Figure 2:
(1)恒流启动:4根电极埋入土体深度为2米,设定每根电极的电流为0.6安培,初始电流1.2安培和目标电压值27伏特,采用稳流输出方式,即输出电流恒定为1.2安培的初始电流,此时输出电压随着电渗脱水的进行增大;(1) Constant current start: 4 electrodes are embedded in the soil to a depth of 2 meters, the current of each electrode is set to 0.6 amperes, the initial current is 1.2 amperes and the target voltage value is 27 volts, and the steady current output mode is adopted, that is, the output current The initial current is constant at 1.2 amperes, and the output voltage increases with the electroosmotic dehydration at this time;
(2)恒压保持:当输出电压达到设定的目标电压值27伏特时转为稳压输出,即输出电压恒定在目标电压值;(2) Constant voltage maintenance: When the output voltage reaches the set target voltage value of 27 volts, it will switch to a regulated output, that is, the output voltage is constant at the target voltage value;
(3)脉冲加强:在恒压保持过程中,输出电压在目标电压值上叠加正脉冲电压,所述脉冲电压为25伏特,无脉冲时输出电压为目标电压值,周期10分钟,占空比40%,恒压保持和脉冲加强的时间为15小时;(3) Pulse strengthening: During the constant voltage holding process, the output voltage is superimposed on the target voltage value with a positive pulse voltage. The pulse voltage is 25 volts. When there is no pulse, the output voltage is the target voltage value. The cycle is 10 minutes, and the duty cycle 40%, the time for constant pressure maintenance and pulse strengthening is 15 hours;
(4)间歇通电:通电及断电交替进行,每次在恒压保持和脉冲加强的通电15小时后断电,断电时间10小时,断电时,将输出正负极短接,以泄放电荷,此时的真空抽水继续保持,断电结束后重复步骤(2)~(3);(4) Intermittent power-on: power-on and power-off alternately, each time after 15 hours of constant voltage maintenance and pulse strengthening power-on, power-off time is 10 hours, when power-off, the output positive and negative poles are short-circuited to prevent leakage. Discharge the charge, continue to maintain the vacuum pumping at this time, and repeat steps (2) to (3) after the power off;
(5)极性转换:当出水量下降为电渗开始时出水量的30%时,输出电压的极性改变,即将原来的负极变为正极、正极变为负极,相应地,真空抽水位置也进行切换,并重复步骤(2)~(4);当出水量下降为上次极性转换开始时出水量的30%时,输出电压的极性再改变,并重复步骤(2)~(4),直至土体的含水率达到预定值。(5) Polarity conversion: When the water output drops to 30% of the water output at the beginning of electroosmosis, the polarity of the output voltage changes, that is, the original negative pole becomes positive pole, and the positive pole becomes negative pole. Correspondingly, the vacuum pumping position also changes. Switch and repeat steps (2) to (4); when the water output drops to 30% of the water output at the beginning of the last polarity switch, the polarity of the output voltage is changed again, and repeat steps (2) to (4 ), until the moisture content of the soil reaches a predetermined value.
启动电渗电源设备,观察输出电流电压情况是否正常,若需要可作必要调整。Start the electroosmotic power supply equipment, observe whether the output current and voltage are normal, and make necessary adjustments if necessary.
设备正常运行后,安排人员24小时值守,及时排除可能出现的如漏真空、网眼堵塞、机电设备不正常运行等故障,并做好值班记录。After the equipment is in normal operation, arrange personnel to be on duty 24 hours a day to eliminate possible failures such as vacuum leakage, mesh blockage, abnormal operation of electromechanical equipment, etc., and keep records on duty.
根据实际情况,可将专用电渗设备设为自动运行状态或手动运行状态。实施例二According to the actual situation, the special electroosmosis equipment can be set to automatic operation state or manual operation state. Embodiment two
与实施例一不同之处在于:The difference from Example 1 is:
(1)恒流启动:6根电极埋入土体深度为5米,设定每根电极的电流为0.5安培,初始电流1.5安培和目标电压值30伏特,采用稳流输出方式,即输出电流恒定为1.5安培的初始电流,此时输出电压随着电渗脱水的进行增大;(1) Constant current start: 6 electrodes are embedded in the soil at a depth of 5 meters, and the current of each electrode is set to 0.5 amperes, the initial current is 1.5 amperes and the target voltage value is 30 volts, and the steady current output mode is adopted, that is, the output current The initial current is constant at 1.5 amperes, and the output voltage increases with the electroosmotic dehydration at this time;
(2)恒压保持:当输出电压达到设定的目标电压值30伏特时转为稳压输出,即输出电压恒定在目标电压值;(2) Constant voltage maintenance: When the output voltage reaches the set target voltage value of 30 volts, it will switch to a regulated output, that is, the output voltage is constant at the target voltage value;
(3)脉冲加强:在恒压保持过程中,输出电压在目标电压值上叠加正脉冲电压,所述脉冲电压为27伏特,无脉冲时输出电压为目标电压值,周期15分钟,占空比60%,恒压保持和脉冲加强的时间为20小时;(3) Pulse strengthening: During the constant voltage holding process, the output voltage is superimposed on the target voltage value with a positive pulse voltage. The pulse voltage is 27 volts. When there is no pulse, the output voltage is the target voltage value. The cycle is 15 minutes, and the duty cycle 60%, the time for constant pressure maintenance and pulse strengthening is 20 hours;
(4)间歇通电:通电及断电交替进行,每次在恒压保持和脉冲加强的通电20小时后断电,断电时间15小时,断电时,将输出正负极短接,以泄放电荷,此时的真空抽水继续保持,断电结束后重复步骤(2)~(3);(4) Intermittent power-on: power-on and power-off are carried out alternately, each time the power is cut off after 20 hours of constant voltage maintenance and pulse strengthening, and the power-off time is 15 hours. Discharge the charge, continue to maintain the vacuum pumping at this time, and repeat steps (2) to (3) after the power off;
(5)极性转换:当出水量下降为电渗开始时出水量的20%时,输出电压的极性改变,即将原来的负极变为正极、正极变为负极,相应地,真空抽水位置也进行切换,并重复步骤(2)~(4);当出水量下降为上次极性转换开始时出水量的20%时,输出电压的极性再改变,并重复步骤(2)~(4),直至土体的含水率达到预定值。(5) Polarity conversion: When the water output drops to 20% of the water output at the beginning of electroosmosis, the polarity of the output voltage changes, that is, the original negative pole becomes positive, and the positive pole becomes negative. Correspondingly, the vacuum pumping position also changes. Switch and repeat steps (2) to (4); when the water output drops to 20% of the water output at the beginning of the last polarity switch, the polarity of the output voltage is changed again, and repeat steps (2) to (4 ), until the moisture content of the soil reaches a predetermined value.
其它步骤同实施例一。Other steps are the same as in Embodiment 1.
实施例三Embodiment three
与实施例一不同之处在于:The difference from Example 1 is:
(1)恒流启动:2根电极埋入土体深度为5米,设定每根电极的电流为0.2安培,初始电流1.0安培和目标电压值25伏特,采用稳流输出方式,即输出电流恒定为1.0安培的初始电流,此时输出电压随着电渗脱水的进行增大;(1) Constant current start: 2 electrodes are embedded in the soil to a depth of 5 meters, and the current of each electrode is set to 0.2 amperes, the initial current is 1.0 amperes and the target voltage is 25 volts, and the steady current output method is adopted, that is, the output current The initial current is constant at 1.0 ampere, at this time the output voltage increases with the electroosmotic dehydration;
(2)恒压保持:当输出电压达到设定的目标电压值25伏特时转为稳压输出,即输出电压恒定在目标电压值;(2) Constant voltage maintenance: When the output voltage reaches the set target voltage value of 25 volts, it will switch to a regulated output, that is, the output voltage is constant at the target voltage value;
(3)脉冲加强:在恒压保持过程中,输出电压在目标电压值上叠加正脉冲电压,所述脉冲电压为20伏特,无脉冲时输出电压为目标电压值,周期20分钟,占空比50%,恒压保持和脉冲加强的时间为24小时;(3) Pulse strengthening: During the constant voltage holding process, the output voltage is superimposed on the target voltage value with a positive pulse voltage. The pulse voltage is 20 volts. When there is no pulse, the output voltage is the target voltage value. The cycle is 20 minutes, and the duty cycle 50%, the time for constant pressure maintenance and pulse strengthening is 24 hours;
(4)间歇通电:通电及断电交替进行,每次在恒压保持和脉冲加强的通电24小时后断电,断电时间20小时,断电时,将输出正负极短接,以泄放电荷,此时的真空抽水继续保持,断电结束后重复步骤(2)~(3);(4) Intermittent power-on: power-on and power-off are carried out alternately, each time the power is cut off after 24 hours of constant voltage maintenance and pulse strengthening, and the power-off time is 20 hours. Discharge the charge, continue to maintain the vacuum pumping at this time, and repeat steps (2) to (3) after the power off;
(5)极性转换:当出水量下降为电渗开始时出水量的60%时,输出电压的极性改变,即将原来的负极变为正极、正极变为负极,相应地,真空抽水位置也进行切换,并重复步骤(2)~(4);当出水量下降为上次极性转换开始时出水量的60%时,输出电压的极性再改变,并重复步骤(2)~(4),直至土体的含水率达到预定值。(5) Polarity conversion: When the water output drops to 60% of the water output at the beginning of electroosmosis, the polarity of the output voltage changes, that is, the original negative pole becomes positive pole, and the positive pole becomes negative pole. Correspondingly, the vacuum pumping position also changes. Switch and repeat steps (2) to (4); when the water output drops to 60% of the water output at the beginning of the last polarity switch, the polarity of the output voltage is changed again, and repeat steps (2) to (4 ), until the moisture content of the soil reaches a predetermined value.
其它步骤同实施例一。Other steps are the same as in Embodiment 1.
采用本发明的方法进行实际实验。Actual experiments were carried out using the method of the present invention.
实验表明:采用本技术的间歇通电、极性转换可使电极的电蚀程度比恒定电压、固定极性的直流电渗减轻,可节省电极材料成本和施工成本20%。Experiments show that the intermittent energization and polarity conversion of this technology can reduce the degree of electric corrosion of electrodes compared with constant voltage and fixed polarity direct current electroosmosis, and can save electrode material costs and construction costs by 20%.
在围海滩涂开发和基坑开挖中分别使用了本技术,结果表明:比不用电渗的真空脱水速率加快30%,比恒定电压、固定极性的直流电渗脱水速率加快15%,使土体固结加快。可缩短工期15%,节约电能25%。解决了目前固定电压、固定极性的直流电源电渗脱水技术无法解决的电渗脱水效率较差以及阳极电极电蚀效应严重等问题,既能提高脱水效率、又能降低能耗。This technology was used in the development of tidal flats and excavation of foundation pits. The results show that the dehydration rate is 30% faster than that of vacuum dehydration without electroosmosis, and 15% faster than that of DC electroosmosis with constant voltage and fixed polarity. Soil consolidation is accelerated. The construction period can be shortened by 15%, and the electric energy can be saved by 25%. It solves the problems of poor electroosmotic dehydration efficiency and serious electro-corrosion effect of the anode electrode that cannot be solved by the current fixed voltage and fixed polarity DC power supply electroosmotic dehydration technology, which can not only improve the dehydration efficiency, but also reduce energy consumption.
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CN103711118A (en) * | 2013-12-13 | 2014-04-09 | 邓立新 | High-voltage electric pulse enhanced vacuum preloading soft foundation treatment method |
CN103901076B (en) * | 2014-03-18 | 2016-03-02 | 河海大学 | A kind of electric osmose pilot system of Electrode influence factor switching time |
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CN105714762B (en) * | 2016-02-01 | 2017-09-26 | 浙江大学 | Change and fill out compacting improvement soft clay electric osmose reinforcement means |
CN109422443B (en) * | 2017-08-30 | 2021-05-04 | 杭州渗源环境科技有限公司 | Power supply cluster control system and method for electroosmotic dehydration of sludge |
CN109437511B (en) * | 2017-08-30 | 2021-05-04 | 杭州渗源环境科技有限公司 | Sludge dewatering method |
CN109425838B (en) * | 2017-08-30 | 2021-07-27 | 杭州渗源环境科技有限公司 | Electroosmosis dehydration electrical parameter monitoring system and monitoring method thereof |
CN110808679A (en) * | 2018-08-01 | 2020-02-18 | 江阴格格屋新材料科技有限公司 | Wiring process for treating soft foundation electric cabinet by electroosmosis process |
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